Amend_4_-_Attach_4_-_5.0_SITE_DEMO.PDF

PDF 263 KB Posted Jun 12, 2017

Attached to: OR-FORENSICS LAB D/B REPAIR RENOVATE Federal contract opportunity
Solicitation number: F17PS00115
Issued by: Department of the Interior Fish and Wildlife Service Region 9 Headquarters

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Amendment 4 - Attach 4 - Site Demo Drawing

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Other files attached to OR-FORENSICS LAB D/B REPAIR RENOVATE, newest first.
File	Type	Posted
Sol_F17PS00115_Amd_000006.pdf	PDF	Jun 22, 2017
Amend_6_-_Attach_1_-_answers_to_questions_F17PS00115.pdf	PDF	Jun 22, 2017
Sol_F17PS00115_Amd_000005.pdf	PDF	Jun 20, 2017
Amend_4-_Attach_5_-_6.0_SITE_GRADING.PDF	PDF	Jun 12, 2017
Amend_4_-_Attach_7_-_HVAC_Floor_Plan_from_Site_Visit.pdf	PDF	Jun 12, 2017
Amend_4_-_Attach_2_-_site_visit_attendees.pdf	PDF	Jun 12, 2017
Amend_4_-_Attach_3_-_4.0_SITE_TOPO.PDF	PDF	Jun 12, 2017
Amend_4-_Attach_1_-_answers_to_question.DOCX	DOCX document	Jun 12, 2017
Amend_4_-_Attach_6_-_7.0_SITE_UTILITY.PDF	PDF	Jun 12, 2017
Sol_F17PS00115_Amd_000004.pdf	PDF	Jun 12, 2017
Sol_F17PS00115_Amd_000002.pdf	PDF	Apr 26, 2017
Sol_F17PS00115_Amd_000001.pdf	PDF	Apr 25, 2017
Attach_5_Non-Dislcosure_Agreement.pdf	PDF	Apr 13, 2017
Sol_F17PS00115.pdf	PDF	Apr 13, 2017
Attach_1-_contract_clauses.pdf	PDF	Apr 13, 2017
Attach_3_-_Forensic_Lab_SOW_Final_3-28-2017.pdf	PDF	Apr 13, 2017
Attach_4_-__DOL_Wage_Decision.pdf	PDF	Apr 13, 2017
Attach_2_-_Bid_schedule.pdf	PDF	Apr 13, 2017
Attach_6-_Cover_letter.pdf	PDF	Apr 13, 2017

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O O

O O O O O O O O O O O O O

O O

D S

18''SD 18''SD

8''SD 8''SD 8''SD 8''SD

350.00'

U.S FISH AND WILDLIFE SERVICE

NATIONAL FORENSICS LABORATORY

1490 EAST MAIN STREET

39 1E 10 BD TAX LOT 4100

ZONING: SO

OREGON NATIONAL GUARD ARMORY

1420 EAST MAIN STREET

39 1E 10 BD TAX LOT 4100

ZONING: SO

SCIENCE WORKS

1500 EAST MAIN STREET

39 1E 10 BD TAX LOT 4100

ZONING: SO

350.00'

EX. 20' STORM DRAIN

EASEMENT

MAPLE

18" PINE

6" DECIDUOUS

16" PINE

6" DECIDUOUS

20" PINE

12" MAPLE

3" DECIDUOUS

P: 541-772-7115

F: 541-779-4079

1120 East Jackson

PO Box 490

MAI Project Number: 17-1009

Medford, OR, 97501

PRELIMINARY

THESE DRAWINGS SHALL

NOT BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

XX% XX

1. WORK AND MATERIALS SHALL CONFORM TO THE 2015 ODOT/ APWA OREGON STANDARD SPECIFICATIONS FOR

CONSTRUCTION, UNLESS OTHERWISE COVERED BY THE OREGON SPECIALTY PLUMBING CODE, THE SPECIFICATIONS

WRITTEN FOR THIS PROJECT OR THE STANDARDS AND SPECIFICATIONS OF THE CITY OF ASHLAND.

2. ALL REFERENCE TO ENGINEER MEANS: MARQUESS & ASSOCIATES, INC., CONSULTING ENGINEERS, 1120 EAST

JACKSON STREET, P.O. BOX 490, MEDFORD, OREGON 97501, TELEPHONE (541) 772-7115, FAX (541) 779-4079.

3. APPROVED PLANS AND SPECIFICATIONS SHALL BE AVAILABLE AT SITE OF CONSTRUCTION AT ALL TIMES DURING

CONSTRUCTION.

4. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES (1-800-332-2344) A MINIMUM OF 48 HOURS PRIOR TO

BEGINNING CONSTRUCTION.

5. EVERY REASONABLE EFFORT HAS BEEN MADE TO LOCATE THE EXISTING UTILITIES ON THE PLANS, BUT NO

GUARANTEE IS MADE AS TO THE COMPLETENESS OR ACCURACY OF THESE LOCATIONS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT THESE AND OTHER EXISTING UTILITIES AND

STRUCTURES IN THE FIELD. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND NOTIFY THE ENGINEER OF

ANY CONFLICTS PRIOR TO ANY TRENCHING ACTIVITIES.

6. THE CONTRACTOR SHALL ADJUST ALL MANHOLES, CLEANOUTS, METER BOXES MOVED THROUGH CONSTRUCTION, AND ALL OTHER APPURTENANCES TO FINISHED GRADE. PATCHING AROUND ALL APPURTENANCES IN STREETS

SHALL BE WITH ASPHALTIC PAVEMENT MATERIAL.

7. THE CONTRACTOR SHALL MAINTAIN EXISTING STREETS, DRIVE AISLES, AND PARKING AREAS AND REPAIR IF

DAMAGED.

8. STORM DRAIN PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034, ADS N-12 PIPE CONFORMING TO ASTM D-1248, UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS.

9. SANITARY SEWER PIPE SHALL CONFORM TO ASTM D3034.

10. SANITARY SEWER LATERALS, STORM ROOF DRAINS OUTSIDE THE STREET RIGHT OF WAY, AND INDIVIDUAL WATER

SERVICES BEHIND THE WATER METER TO BE CONSTRUCTED IN CONFORMANCE TO THE CURRENT EDITION IF THE

OREGON SPECIALTY PLUMBING CODE.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT AND STAKING.

OREGON LAW REQUIRES YOU TO FOLLOW RULES

ADOPTED BY THE OREGON UTILITY NOTIFICATION

CENTER. THOSE RULES ARE SET FORTH IN OAR

952-001-0010 THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING THE CENTER

AT 503-232-1987.

REMOVE EXISTING CONCRETE WALK.

CONSTRUCTION NOTES

REMOVE EXISTING TREE

EXISTING TREE TO REMAIN, PROTECT IN PLACE.

SEE LANDSCAPE PLAN FOR TREE PROTECTION FENCING

REMOVE EXISTING FENCE

REMOVE EXISTING PEDESTRIAN LIGHT

REMOVE EXISTING 4" STORM DRAIN AND AREA DRAIN.

INSTALL TEMPORARY PLUG ON 4" LINE AT CONNECTION TO 18"

STORM DRAIN.

REMOVE EXISTING 4" STORM DRAIN AND AREA DRAIN.7

REMOVE EXISTING 4" STORM DRAIN UP TO EXISTING AREA

DRAIN. EXISTING AREA DRAIN TO REMAIN.

REMOVE EXISTING 4" STORM DRAIN UP TO EXISTING CLEANOUT.

EXISTING CLEANOUT TO REMAIN.

REMOVE EXISTING 4" STORM DRAIN.

REMOVE EXISTING 8" STORM DRAIN. INSTALL PERMANENT

WATERTIGHT PLUG AT CONNECTION POINT TO EXISTING 18"

STORM DRAIN.

REMOVE EXISTING 12" STORM DRAIN AND AREA DRAIN.

REMOVE EXISTING STORAGE BUILDING

EXISTING FOOTING DRAIN TO BE RE-ROUTED, SEE SITE UTILITY

PLAN.

EXISTING GROUND MAT AND GROUNDING RODS (APPROXIMATE

LOCATION) TO BE RELOCATED. EXISTING GROUND MAT TO BE

KEPT IN SERVICE UNTIL NEW GROUND MAT AND GROUNDING

RODS ARE INSTALLED. SEE ELECTRICAL PLANS.

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UGP

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TEL

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SCALE: 1" =

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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CHECKED

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REV.

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DESIGNED

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DRAWN

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DATE

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DRAWING NO.

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DATE

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DESCRIPTION

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SHEET __ OF __

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NEW MORPHOLOGY CENTER FACILITY

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USFWS FORENSICS LABORATORY IN ASHLAND, OR

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MAY 2017

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SITE DEMOLITION PLAN

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RSG

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RSG

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RSG

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%%UGENERAL NOTES

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CALL BEFORE YOU DIG

AutoCAD SHX Text 1-800-332-2344

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48 HOURS BEFORE BEGINNING EXCAVATION

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DEMO

File details come from the government source that posted it. Updated Nov 14, 2017.